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,�. <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />tt <br />IN <br />STEEL REINFORCING IN GROUTED <br />2 <br />STEEL REINFORCING IN GROUTED <br />— <br />CELL SEE PLAN FOR AND <br />_ <br />CELL SEE PLAN FOR SIZE AND <br />yr <br />o <br />SPACING REQUIREMENTS <br />.�. SPACING REQUIREMENTS <br />' <br />GARAGE DOOR <br />RECESS <br />o" <br />D� �FM <br />o <br />8" CMU WALL <br />8"CMU WALL <br />I CORNER BARS, SAME SIZE AS LARGER BAR <br />m a <br />o. <br />l IN FOUNDATION WITH 30' LEG EACH <br />. I <br />M. w <br />. <br />.. .. TOP OF SLAB <br />>� I WAY AT ALL CHANGES IN DIRECTIONS <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />o. <br />TOP OF SLAB <br />• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />.. <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />EXT. PORCH SLAB 4" CHAMFER (1-STORY) <br />#3 1S' <br />• <br />EXT. PORCH SLAB <br />• SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER (I -STORY) <br />III'' <br />'- a., •' CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />f �:p <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />WITISOLATION 6" CHAMFER -STORY) <br />JOINT (WHERE • �� • � #4 24'• <br />W/ 1/2" ISOLATION <br />�•'� 6" CHAMFER 2STORY <br />( ) <br />APPLICABLE) <br />BEE SCHEDULE <br />FOR WXD, BAR SIZE #5 3a <br />JOINT (WHERE <br />APPLICABLE) <br />• i BEE SCHEWLE <br />4. <br />FOR WxO, SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />h <br />AND BAR QUANTITY <br />BAR <br />BAR <br />DIFFERENT NUMBER OF CONTINUOU8 BARS PROVIDE THE LEAST <br />� AND <br />QUANTITY#7 <br />NUMBER OF BARS (!e. 2 TO 3, PROVIDE 2 BARS), UNO <br />47' <br />#7 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:34"=7'-0 <br />2 6CALE:34"=1'-0" <br />@ GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: -'=1' a' <br />(1) #5 REBAR VERTICALLY W/CONIC. <br />a;N <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />o a <br />8" CMU <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, <br />VERIFY EIGHT <br />mn <br />g <br />#4 REBAR @24" O.C. 0CENTER OF <br />LAP TO OCCUR OVER STUD <br />OF WALL PLAN <br />SLAB <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />€a <br />WALL W/ SYP No 2 STUDS SEE <br />5• <br />II'-- <br />I NEW REINF. BAR <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURED W/2-PART <br />PROVIDE DEL. TOP PLATE <br />SECURE BT. PLATE TO <br />2" CAPPED <br />$ EPDXY. MIN. EMBED <br />SLAB W/1 Od MASONRY <br />GALVANIZED PIPE <br />S e", UNO <br />NAIL 12" O/C <br />�,. q• <br />b <br />W/FLANGE 0 BASE <br />FOLLOW ALL MANF. <br />= <br />ADDITIONAL METRED. <br />CONNECTORS NOT <br />h I• 4" CONC., REINF. VJ/ <br />m� SAL <br />PECIFICATIONS FOR <br />n <br />"x6" #10 VV✓MA ON <br />USE AND <br />REQUIRED WHEN NO <br />1 <br />? <br />z PREPARATION OF <br />UPLIFT IS PRESENT. <br />-MIL POLY ETHYLENE <br />M <br />4- 4" <br />HOLE' <br />w <br />VAPOR BARRIER ON <br />a • I,I 1'-D' WELL -COMPACTED <br />SECURE FLANGE TO <br />rc <br />SEE SLAB SCHEDULE <br />'� <br />v i .• CLEAN FILL TERMITE <br />SLAB W(4)1/4"X21/4" <br />O}' <br />OS <br />T REAMEN <br />REATMENT SHALL BE <br />TAPCONS <br />Q? <br />70P OF SLAB <br />4 S <br />. <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1-STORY) <br />—q <br />f <br />6"CHAMFER (2-STORY) <br />•' <br />q (2) #5 REBAR ON CHAIRS <br />4 <br />2,000 PSF VIRGIN SOIL OR 95% <br />En EQ. <br />BEE E SC ED ULE <br />12" MIN. DEPTH INTO <br />N COMPACTED SOIL <br />FOR.BARZE <br />SIZE <br />VIRGIN OR ENGINEERED SOIL <br />7n � <br />O <br />AND BAR DUANTRV <br />SLAB HEIGHT LESS THAN 3'S' <br />PER PLAN <br />ADDING BAR TO <br />TERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />GY!�__: <br />5 <br />- <br />6 <br />S-1'-a' <br />(NO UPLIFT) <br />FOOTING W/ BLOCK WALL <br />scALE:34'=r-a' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2xe WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />CELL SEE PLAN FOR SIZE AND <br />BTM. PLATE TO BE PT <br />SECURE ST. PLATE TO <br />4� SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />12" O/C STAGGERED. <br />ADDITIONAL METAL <br />4 J <br />CONNECTORS NOT <br />' <br />06 <br />REQUIRED WHEN NO <br />8"CMU WALL <br />1D <br />M UPLIFT IS PRESENT <br />POURED LINTEL CON1T. (TVP.) <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLABq' <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />— <br />70P OF SLAB <br />1/P' DIA. SIMPSON STB2 BOLTS 6' <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />SEE SLAB SCHEDULE <br />EXT. PORCH 6LAB 4" CHAMFER (iSTORY) <br />q• q ' <br />BAR SIZE 48 BAR DIA z q a <br />M r <br />q <br />' <br />W/ 1/2" ISOLATION e" CHAMFER (2STOI2Y) <br />#3 18' <br />18" O.C. VERTICALLY MAX <br />JOINT (MERE • <br />#4 21V — <br />, <br />q# <br />APPLICABLE) MATCH STEEL <br />q <br />s REINFORCEMENT <br />8" PVC CHASE h PER SCHEDULE <br />BEE SDH AR SI BIZE <br />W <br />FOR D, BAR <br />THRU FOOTING <br />#7 q2 <br />e•' PVC CHASE THRU FOOTING <br />AND BAR QUPNM <br />° <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />FOUNDATION WOOD WALL <br />INTERIOR FRAME BRG WALL TO <br />FQR WVD, BAR SIZE <br />AND BAR QUANTITY <br />PVC CHASE <br />PER SCHEDULE <br />(DILNT�ERIOR <br />ALE:3/4"=1'-a' (NO UPLIFT) <br />BLOCK WALL CONNECTION <br />12 <br />THRU FOOTING <br />11 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />.1 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdWgngroup.com <br />AA #: 0003325 <br />2 <br />O <br />O <br />a <br />sxymly. ac Lo%l <br />ABBOTT PARK <br />LOT #11 BLK. #12 <br />PHASE: 4C <br />PltCJEQT# <br />04181.04C-11121 <br />MODEIo <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SWUNG: <br />LEFT <br />PACE: <br />DETAILS <br />%160 MPH W. C <br />